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2714 TIBURON AVE; ; CBR2021-0877; Permit
Building Permit Finaled Residential Permit Print Date: 12/27/2023 Job Address: 2714 TIBURON AVE, CARLSBAD, CA 92010-7907 Permit Type: BLDG-Residential Parcel#: 1675122300 Valuation: $108,405.24 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: Work Class: Track#: lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Addition Permit No: Status: Applied: Issued: (city of Carlsbad CBR2021-0877 Closed -Finaled Finaled Close Out: 03/29/2021 08/03/2021 12/27/2023 Final Inspection: 12/27/2023 INSPECTOR: Alvarado, Tony Kersch, Tim Description: KOCH: (585 SF) ADDITION TO EXISTING DETACHED ADU// (320 SF) PATI0//(114SF) REMODEL Applicant: ALEX FAULKNER 2120 JIMMY DURANTE BLVD, # STE 114 DEL MAR, CA 92014-2215 (858) 481-1819 FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) Property Owner: STEVEN KOCH 2712 TIBURON AVE CARLSBAD, CA 92010 ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -RESIDENTIAL (SMIP) SWPPP INSPECTION FEE TIER 1-Medium BLDG SWPPP PLAN REVIEW FEE TIER 1-MEDIUM Total Fees: $1,953.60 Total Payments To Date: NOTICE: $1,953.60 Contractor: PACIFIC COAST CONSTRUCTION AND WATERPROOFING 2205 FARADAY AVE, # H CARLSBAD, CA 92008-7210 (760) 298-3170 Balance Due: AMOUNT $657.95 $460.56 $66.00 $175.00 $92.00 $182.00 $5.00 $14.09 $246.00 $55.00 $0.00 Please take NOTICE that approval of your project includes the "imposition" of fees, dedications, reservations, or other exactions collectively referred to as "fees." You have 90 days from the date this permit was issued to protest the imposition of these fees. To protest the imposed fees, you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest with the City Manager. Failure to timely follow the required procedures will bar any subsequent legal action to attack, review, set aside, void, or annul the imposition of these fees. You are FURTHER NOTIFIED of your right to request an audit to review the fees imposed on your project. To request an audit, follow the procedures provided in Government Code Section 66023(a). Additionally, you may file a written request for mailed notice for the public meeting to review the fee account or fund information related to certain fees that are imposed as a result of the approved permit. You are FURTHER NOTIFIED that your right to protest the specified fees DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project, NOR DOES IT APPLY to any fees of which you have previously been given a NOTICE similar to this, and the statute of limitation has expired. Building Division Page1of1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov \___ City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 271'-\- Job Address~ TIBURON AVE Suite: APN: 167-512-23-00 ----- CT/Project#: __________________ Lot#:, ___ _ Fire Sprinklers: 0 YES 0 NO Air Conditioning: 0 YES 0 NO Electrical Panel Upgrade: 0 YES 0 NO BRIEF DESCRIPTION OF WORK: ADDITION TO AN EXISTING ADU (Z] Addition/New: 585 Living SF, ___ Deck SF, ___ Patio SF, _32_0 __ Garage SF Is this to create an Accessory Dwelling Unit? 0 Y 0 N New Fireplace? 0 Y 0 N, if yes how many? __ 0 Remodel: _1_1_4 ___ SF of affected area Is the area a conversion or change of use ? 0 Y 0 N 0 Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _ OSoiar: ___ KW, ___ Modules, Mounted:QRoof QGround, Tilt:0 YQ N, RMA: 0 YON, Batterv:OY ON, Panel Upgrade: OY ON D Reroof: _________________________________ _ D Plumbing/Mechanical/Electrical Only: _______________________ _ D Other: ______________________________ _ tl,PPLICANT (PRIMARY CONTACT) Name: ALEX FAULKNER Address: 2120 JIMMY DURANTE BLVD. #114 City: DEL MAR State: CA Zip: 92014 Phone: 760-809-8772 Email: alaxfdesigns@gmail.com DESIGN PROFESSIONAL Name: ALEX FAULKNER Address: 2120 JIMMY DURANTE BLVD. #114 City: DEL MAR Phone: 760-809-8772 State: CA Zip: 92014 Email: alexfdesigns@gmail.com Architect State License: ------------ PROPERTY OWNER Name: STEVEN KOCH Address: 2717 TIBURON AVE City: CARLSBAD State: CA Zip: _92_0_09 __ _ Phone: 760-420-9200 Email: ____________________ _ CONTRACTOiUSINESS Name: Pd.f!ij &;4;J t!,wlriA.ktien f i.Jlltwprtd~ Address: :ti<> C,,..,~ /Ht-61.&1 f L A City: ur:\~h,kl State: tilt Zip: /./uva Phone: ,uo ·a1"1·l1?1> Email: 1/\ tk f;> pA µ,& d{,Af± tJ.c;y f11Y4-J:i • e'..hrn State License: 'Vilf J '1 ~ Bus, license: 0L,-J II, I')... J!(p ~ 3- (Sec. 7031.5 Business and Professions Code: Any Qty or County which requires a permit to construct, alter, Improve, demolish or repair any structure, prior to its issuance, also requires the appllcant for such permit to file a signed statement that he/she Is licensed pursuant to the provisions of the Contractor's UCE!nse Law {Chapter 9, commending with Section 7000 of Dtvision 3 of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged exemption. Any vlolatton of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 8-1 PROA 1 nf? f OPTION A); WORKERS'COMPENSATION DECI.ARATIQ_II/, I hearby affirm under penalty of perjury QM of the following declarations: 01 have and will maintain a certificate of consent to 3elf~insure for worker5' compensation provided by Section 3700 of the Labor Code, tor the performance of the work which this permit Is issued, )p1 have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performan,ce of the work for which this permit i~ Issued. My workers' compensation insurance carrier and pollcy number are: Insurance company Name: !tuz,,r:t,,p(J½ fazpr":J I,-M /J/6~ !c> Policy No. l-tJ ..S,/4el:,[:;,6 C> 'f't~ ~,:;, Expiration Date: ________ _ 0 Certificate of Exemption: f certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to be come subject to the workers' compensation laws of California. WARNING: Failure to secure workers compensation coverage ls unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, In dltlon the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code, Interest and attorney's fees. CONTRACTOR SIGNATURE: ----,>---------------□AGENT DATE: _ _,.&_,./""1-"'/._,~ca.,...( _ ( OPTION 8 ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: DI, as owner of the proparty or my employeas with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or through his own employees, provided that such Improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the ownetMbullder will have the burden of proving that he did not build or improve for the purpose of sale), 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec, 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon, and contracts for such projects with contractor{s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section _______ ,Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. QvEs Q NO 2. l (have/ have not) signed an application for a bulldlng permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (indude name addre~ /phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): S. I will provide some of the work, but I have contracted (hired} the following persons to provide the work indicated (include name/ address/ phone/ type of work): OWNER SIGNATURE: □ AGENT DATE: _____ _ ---------------------- CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that thete is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: ____________________ Lender's Address: ___________________ _ ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONl Y: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 1ves / No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality manaaement district? Yes/ No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes/ No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POUUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and th.it the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the Crty of Carlsbad to enter upon the above mentioned property for Inspection purposes. I Al.SO AGREE TO SAVE, INDEMNIFY AND KEEP HARMI.ESS THE cm OF CARLSBAD AGAINST ALL LIA61UTIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit Is required for excavations over S'O' deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the Building Official under the provislons of this Code shall expire by limitation and become null and void If the building or work authorized by such permit Is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the worl< is commenced for a period offflon 105.S. APPLICANT SIGNATURE: l,.~--,.~-=-===--------------DATE:3_-,.._20_2, _____ _ 1635 Faraday Ave Carlsbad, CA 92008 B-1 Ph: 760-602-2719 Fax: 760-602-8558 Page 2 of2 Email: Building@carlsbadca.gov Rev. 06/18 PERMIT INSPECTION HISTORY for (CBR2021-0877) Permit Type: BLDG-Residential Work Class: Addition Status: Scheduled Date Closed -Finaled Actual Inspection Type Start Date BLDG-Electrical Final Application Date: 03/29/2021 Owner: STEVEN KOCH Issue Date: 08/03/2021 Expiration Date: 09/26/2022 Subdivision: CARLSBAD TCT#84-35 UNIT#01 Address: 2714 TIBURON AVE IVR Number: 32408 CARLSBAD, CA 92010-7907 Inspection No. Inspection Primary Inspector Reinspection Inspection Status June 1, 2022: 1. Final inspection for Structural, Mechanical, Electrical Mechanical, and Plumb'1ng scope of work -partial final (pending): a) New ADU address posted. b) HERS report required for new mechanical HVAC system. 2. Inform both contractor representative and owner what is required to in order Tom sign off computer permit tracking system final. Yes 12/27/2023 12/27/2023 BLDG-Final Inspection 234955-2023 Passed Tony Alvarado Complete Wednesday, December 27, 2023 Checklist Item BLOG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS Passed Yes Yes Yes Yes Page 5 of 5 PERMIT INSPECTION HISTORY for (CBR2021-0877) Permit Type: BLDG-Residential Work Class: Addition Status: Closed -Finaled Application Date: 03/29/2021 Issue Date: 08/03/2021 Expiration Date: 09/26/2022 IVR Number: 32408 Owner: STEVEN KOCH Subdivision: CARLSBAD TCT#84-35 UNIT#01 Address: 2714 TIBURON AVE CARLSBAD, CA 92010-7907 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final Wednesday, December 27, 2023 COMMENTS June 1, 2022: 1. Final inspection for Structural, Mechanical, Electrical Mechanical, and Plumbing scope of work -partial final (pending): a) New ADU address posted. b) HERS report required for new mechanical HVAC system. 2. Inform both contractor representative and owner what is required to in order Tom sign off computer permit tracking system final. June 1, 2022: 1. Final inspection for Structural, Mechanical, Electrical Mechanical, and Plumbing scope of work -partial final (pending): a) New ADU address posted. b) HERS report required for new mechanical HVAC system. 2. Inform both contractor representative and owner what is required to in order Tom sign off computer permit tracking system final. June 1, 2022: 1. Final inspection for Structural, Mechanical, Electrical Mechanical, and Plumbing scope of work -partial final (pending): a) New ADU address posted. b) HERS report required for new mechanical HVAC system. 2. Inform both contractor representative and owner what is required to in order Tom sign off computer permit tracking system final. June 1, 2022: 1. Final inspection for Structural, Mechanical, Electrical Mechanical, and Plumbing scope of work -partial final (pending): a) New ADU address posted. b) HERS report required for new mechanical HVAC system. 2. Inform both contractor representative and owner what is required to in order Tom sign off computer permit tracking system final. Passed Yes Yes Yes Yes Page 4 of 5 PERMIT INSPECTION HISTORY for (CBR2021-0877) Permit Type: BLDG-Residential Application Date: 03/29/2021 Owner: STEVEN KOCH Work Class: Addition Issue Date: 08/03/2021 Subdivision: CARLSBAD TCT#84-35 UNIT#01 Status: Closed -Finaled Expiration Date: 09/26/2022 Address: 2714 TIBURON AVE IVR Number: 32408 CARLSBAD, CA 92010-7907 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 12/21/2021 12/21/2021 BLDG-83 Roof Sheatlng, 173210-2021 Passed Tony Alvarado Complete Exterior Shear (13,15) Checklist Item COMMENTS Passed BLDG-13 Shear Panels-HD (ok Yes to wrap) BLDG-15 Roof Yes Sheathing-Reroof 03/11/2022 03/11/2022 BLDG-84 Rough 178148-2022 Partial Pass Tony Alvarado Relnspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency March 11, 2022: Yes 1. Required LPT-4, flat mechanical metal connector required at all locations; 4"x4" horizontal header beams openings connections to vertical 4"x4"King-studs- (typical), to create positive connection. 2. Contractor representative Mario and Alex will provide photos of installed new LPT -4 metal connectors. 3. Rest of rough frame/structural, electrical, mechanical, and plumbing, scope of work per plan-approved. BLDG-14 March 11, 2022: Yes Frame-Steel-Bolting-Welding 1. Required LPT-4, flat mechanical metal (Decks) connector required at all locations; 4"x4" horizontal header beams openings connections to vertical 4"x4"King-studs- (typical), to create positive connection. 2. Contractor representative Mario and Alex will provide photos of installed new LPT-4 metal connectors. 3. Rest of rough frame/structural, electrical, mechanical, and plumbing, scope of work per plan-approved. BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 03/28/2022 03/28/2022 BLDG-17 Interior 179231-2022 Passed Tony Alvarado Complete Lath/Drywall 06/01/2022 06/01/2022 BLDG.final Inspection 183937-2022 Partial Pass Tony Alvarado Reinspection Incomplete Wednesday, December 27, 2023 Page 3 of 5 PERMIT INSPECTION HISTORY for (CBR2021-0877) Permit Type: BLDG-Residential Work Class: Addition Application Date: 03/29/2021 Issue Date: 08/03/2021 Owner: STEVEN KOCH Subdivision: CARLSBAD TCT#84-35 UNIT#01 Address: 2714 TIBURON AVE Status: Closed -Finaled Expiration Date: 09/26/2022 IVR Number: 32408 CARLSBAD, CA 92010-7907 Scheduled Date 10/15/2021 11/16/2021 11/29/2021 Actual Inspection Type Start Date Checklist Item Inspection No. COMMENTS Inspection Status Primary Inspector BLDG-Building Deficiency September 27, 2021: (failed). 10/15/2021 BLDG-11 Foundation/Ftg/Piers (Rebar) Checklist Item 1. (Footings slab steel reinforcement rebar, scope of work per engineer plans-not ready). Oct 14 not ready for inspection. No soils report as requested _. Warning given for reinspection fee. 168677-2021 Passed Tony Alvarado COMMENTS BLDG-Building Deficiency October 15, 2021: 11/16/2021 BLDG-22 Sewer/Water Service Checklist Item 1. No new footing and slab reinforcement Deficiencies. 2. New ADU footings and slab, new footings and slab for existing ADU and new footings and slab for hallway between existing ADUand new aid you, footings foundation and steel reinforcement rebar, scope of work for engineer plans and detail specifications-approved. 3.: verified and Approved third-party deputy inspectors report for epoxied into existing footing, scope of work. 4. OK to pour concrete end it approved. 170870-2021 Passed Tony Alvarado COMMENTS BLDG-Building Deficiency November 16, 2021: (virtual inspection). 1. No underground sewer lateral line for new ADU structure deficiencies. 11/29/2021 BLDG-21 Underground/Underllo orPlumblng 2. New 4 inch plumbing sewer lateral line under water leak 10 foot high water head pressure test, for new EDU Detached Structure en approved. 3. Note: domestic water line needs to be shelved higher if in same trench, 1 foot or more apart minimum, from new sewer lateral plumbing pipe line. 4. Informed contractor representative Andrew. Regarding domestic water plumbing line separated from sewer line. 171413-2021 Passed Tony Alvarado Wednesday, December 27, 2023 Reinspection Inspection Passed No Complete Passed Yes Complete Passed Yes Complete Page 2 of 5 Building Permit Inspection History Finaled ( City of Carlsbad Permit Type: Work Class: Status: Scheduled Date 09/27/2021 09/28/2021 10/14/2021 PERMIT INSPECTION HISTORY for (CBR2021-0877) BLDG-Residential Addition Closed -Finaled Actual Inspection Type Start Date 09/27/2021 BLDG-11 Foundation/Fig/Piers (Rebar) Checklist Item Application Date: 03/29/2021 Issue Date: 08/03/2021 Expiration Date: 09/26/2022 IVR Number: 32408 Inspection No. Inspection Status 167344-2021 Failed COMMENTS Owner: STEVEN KOCH Subdivision: CARLSBAD TCT#84-35 UNIT#01 Address: 2714 TIBURON AVE CARLSBAD, CA 92010-7907 Primary Inspector Reinspection Inspection Tony Alvarado Reinspection Incomplete Passed BLDG-Building Deficiency September 27, 2021: (failed). No 1. (Footings slab steel reinforcement rebar, scope of work per engineer plans-not ready). BLDG-81 Underground 167332-2021 Partial Pass Tony Alvarado Combo(11, 12,21,31) Checklist Item BLDG-21 Underground-Underfloor Plumbing 09/28/2021 BLDG-21 Underground/Underflo or Plumbing Checklist Item COMMENTS September 27, 2021: (partial pass). 1. Underground sewer and underground plumbing, for new ADU detached building - Partial pass. 2. (Footings slab steel reinforcement rebar, scope of work per engineer plans-not ready). 3. Informed contractor representatives, Footing bottoms, slab pad compaction certification, required prior to concrete pour of footings and steel reinforcement. 167557-2021 Passed Tony Alvarado COMMENTS BLDG-Building Deficiency September 28, 2021: (pass-phase-2) -underground plumbing work). 10/14/2021 BLDG-11 Foundation/Fig/Piers (Rebar) 1. Underground sewer and underground plumbing, for new ADU detached building and new addition to existing ADU-phase-2, underground plumbing work-pass. 2. (Footings slab steel reinforcement rebar, scope of work per engineer plans-not ready). 3. Informed contractor representatives, Footing bottoms, slab pad compaction certification, required prior to concrete pour of footings and steel reinforcement. 168595-2021 Failed Tim Kersch Relnspection Incomplete Passed Yes Complete Passed Yes Reinspection Incomplete Wednesday, December 27, 2023 Page 1 of 5 A O ■OTIK -1-ALI IMTWAU FIELD TESTING REPORT CLlBNT S11MmKoch PROJECT __________ _ LOCATION 2712 J]bypn, Qldlbld sun. _________ CONTRACTOR. _________________ _ BQUIPMBHl': ---------------------------- SUBIJ!CT / 11!STINO OF: ADU Foolblll ,... --Oplllloa -..,. -"'-........ --NL ~ .... _,. -....., lol'l'Jpo _, C I • ... c-,i, ,-..£ ............ --------............ ..,,,,,-------............ -......... .,,,,,.... ---..,,,,,--------------------------------------TESTTYPB: NIIClarc;.,...TM(Ullla. ..... wlw-.ila ... C.. ltS-.) COMMJ!NTS: On site to observe building footings for the City approved accessory dwelling unit building. The footings were visually observed and perlodlcally evaluated with a soil probe. Based on our~.~ footings wpre obsel'Y8d to be free of loose soil and unyielding to the soil probe. r~. ~ t-JJ r,, ~ /1...~t<. GeoTek, Inc. was not consulted during the design nor approval of the project. Testing of the engineering soil properties for the project was not performed, required, nor requested. Our observations were Hmlted to the exposed surfaces In the excavated footings, as such, our conclusions are only based on the extent of our observations. Examples of distress B880Clated with under engineered design, may consist of, but is not necessarily llmlted to shrinkage and swelling properties of expansive soils, settlement due to collapslble and conaolldatlon of soils, corrosion attack of the concrete, utilities, structural properties or fixtures, etc. The conclusions of our observations does not wamint GeoTek, Inc. liable for structural or coemetlc dlslresa 8880Clated with the approved construclion nor anything that was performed that was not approved. SUPEIUNTIIDENT: COMPANY: 11.mNd OS-Ol-2019 DATE: 07/12/2021 JURISDICTION: CARLSBAD ,I EsGil PLAN CHECK#.: CBR2021-0877 SET III '2..7\4 PROJECT ADDRESS: ~ TIBURON AVENUE PROJECT NAME: SFD ADU ADDITION + REMODEL FOR KOCH □ APPLICANT □ JURIS. ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ALEX FAULKNER ~ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: ALEX Telephone#: 760 809 8772 Date contacted: (by: ) Email: ALEXFDESIGNS@GMAIL.COM Mail Telephone Fax In Person ~ REMARKS: We made the change to 4X10 as recommended. By: Bert Domingo EsGil 07/06/2021 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 ' DATE: 06/18/2021 JURISDICTION: CARLSBAD PLAN CHECK#.: CBR2021-0877 ✓. EsG1I SETII PROJECT ADDRESS: 2712 TIBURON AVENUE PROJECT NAME: SFD ADU ADDITION + REMODEL FOR KOCH □ APPLICANT □ JURIS D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. IZ] The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. IZ] The applicant's copy of the check list has been sent to: ALEX FAULKNER D EsGil staff did not advise the applicant that the plan check has been completed. IZ] EsGil staff did advise the applicant that the plan check has been completed. Person contacted: ALEX Telephone#: 760 809 8772 Date contacted: (by: ) Email: ALEXFDESIGNS@GMAIL.COM Mail Telephone 0 REMARKS: By: Bert Domingo EsGil Fax In Person Enclosures: 06/08/2021 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CARLSBAD CBR2021-0877 06/18/2021 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. PLANS 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2.A reminder that due to Covid-19, the City will not permit counter corrections. Please make sure all the items are satisfied; otherwise, another round of corrections will be necessary. 3. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 4. Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code). MISCELLANEOUS 10. RB1 recommended 4X10 but the plan shows different. ????? CARLSBAD CBR2021-0877 06/18/2021 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes □ No □ The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at EsGil. Thank you. , ✓. EsG1I DATE: 04/14/2021 JURISDICTION: CARLSBAD PLAN CHECK#.: CBR2021-0877 PROJECT ADDRESS: 2712 TIBURON AVENUE SET: I PROJECT NAME: SFD ADU ADDITION + REMODEL FOR KOCH D APPLICANT D JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [g] The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [g] The applicant's copy of the check list has been sent to: ALEX FAULKNER D EsGil staff did not advise the applicant that the plan check has been completed. [g] EsGil staff did advise the applicant that the plan check has been completed. Person contacted: ALEX Telephone#: 760 809 8772 Date contacted: (by: ) Email: ALEXFDESIGNS@GMAIL.COM Mail Telephone 0 REMARKS: By: Bert Domingo EsGil Fax In Person Enclosures: 04/01/2021 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CARLSBAD CBR2021-0877 04/14/2021 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: CBR2021-0877 JURISDICTION: CARLSBAD PROJECT ADDRESS: 2712 TIBURON AVENUE FLOOR AREA: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 04/14/2021 FOREWORD (PLEASE READ): STORIES: HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 04/01/2021 PLAN REVIEWER: Bert Domingo This plan review is limited to the technical requirements contained in the California Residential Code, California Building Code, California Plumbing Code, California Mechanical Code, California I Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2019 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2019 CRC, 2019 CBC, 2019 CPC, 2019 CMG and 2019 CEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2019 California Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list /or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. • CARLSBAD CBR2021-0877 04/14/2021 PLANS 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. A reminder that due to Covid-19, the City will not permit counter corrections. Please make sure all the items are satisfied; otherwise, another round of corrections will be necessary. 3. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 4. Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code). ROOFS/DECKS/BALCONIES 5. Specify on the plans the following information for the roof materials, per Section R106.1.1: a) Manufacturer's name and product name/number. b) ICC approval number, or equal. 6. Specify roof slope on the plans. 7. Please show where the O'hagens would be. CARLSBAD CBR2021-0877 04/14/2021 PLUMBING 8. Specify on the plans whether the existing house was built before or after 1994. For additions or improvements to a residence built before 1994, note on the plans that existing "noncompliant" fixtures (toilets that use more than 1.6 gallons of water per flush, urinals that use more than one gallon of water per flush, showerheads that have a flow capacity of more than 2.5 gallons of water per minute, and interior faucets that emit more than 2.2 gallons of water per minute) shall be replaced. Certification of compliance shall be given to the building inspector prior to final permit approval. California 8B407. ENERGY CONSERVATION 9. Include on the Title Sheet of the plans the following statement: "Compliance with the documentation requirements of the 2019 Energy Efficiency Standards is necessary for this project. Registered, signed, and dated copies of the appropriate CF1 R, CF2R, and CF3R forms shall be made available at necessary intervals for Building Inspector review. Final completed forms will be available for the building owner." MISCELLANEOUS 10. RB1 recommended 4X10 but the plan shows different. 11. Shower enclosures shall be tempered. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes □ No □ The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at EsGil. Thank you. CARLSBAD CBR2021-0877 04/14/2021 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: Bert Domingo PLAN CHECK#.: CBR2021-0877 DATE: 04/14/2021 BUILDING ADDRESS: 2712 TIBURON AVENUE BUILDING OCCUPANCY: R 3 BUILDING I AREA I Valuation Reg. PORTION ( Sq. Ft.) Multiplier Mod. CTYVALUE Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Ordinance 1997 UBC Buildin Permit Fee g ... I t:I ' 1997 USC Plan Check Fee • VALUE ($) 108,405 108,405 Type of Review: GJ Complete Review D Structural Only D Repetitive Fee .., Repeats D Other □ Hourly E&GilFee f----------il Hr. @ * Comments: In addition to the above fee, an additional fee of$ $ /hr.) for the CalGreen review. $427.71 I is due ( hour@ Sheet 1 of 1 PCSD Engineering Corp 3S29 Coastview Court Carlsbad, CA 92010 Ph: 750·207·1885 Structural Design Calculations ADU Addition Client Steven Koch 2712 Tiburon Avenue Carlsbad, CA 92009 Project Koch Residence 2712 Tiburon Avenue Car P son RCE C57182, exp. 12/31121 f'At<l ,,.•.;._-yi,,t,f.,1\""n _-;Al< J''irp<' Ln,11n;,en·.»d CITY C St.-zal -IJ817 January 19, 2021 PCSD File#: 20-289.1 Paul Christenson San Diego Engineering 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 1.0 Design Criteria: Koch Residence 20-289.1 Code: Timber: 2019 California Building Code -ASCE 7-16 Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otheiwise) 2x Rafters & Joists: DF-L #2 " " Posts & Beams: DF-L #1 • Glue-Lam Beams: Simple Span: Grade 24F-V4 (DF/DF) Grade 24F-V8 (DF/DF) Cantilevers: Sheathing: Min. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Engineered Framing Wood I-Joists: TJI 110,210,230,360,560 ICC ESR-1153 1.9E Microllam, 2.0E Parallam ICBO ER-4979 LVL, PSL Concrete: Compressive Strength @ 28 days per ASTM C39-96: Footings: f'c = 2500 psi Grade Beams: f'c = 3000 psi Grade N-I per ASTM C90-95, f'm = 1500 psi per ASTM E447-92 t{ Concrete Block·. Mortar: Grout: Type S Mortar Cement per ASTM C270-95, Min. rm = 1800 psi @ 28 days. Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91, Min. f'm = 2000 psi @ 28 days. Reinforcing Steel: #4 & Larger: #3 & Smaller: ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) Structural Steel: 'W' Shapes: ASTM A992, Fy= 50-65 ksi Plates, Angles, Channels ASTM A36, Fy = 36 ksi Tube Shapes: ASTM A500, Grade B, Fy= 46 ksi Pipe Shapes: ASTM A53, Grade B, Fy=35 ksi Welding Electrodes: Structural Steel: E70-T6 E90 Series Bolts: Soils: References: A615-60 Rebar: Sill Plate Anchor Bolls & Threaded Rods: Steel Moment & Braced Frames: 1500 psf Bearing Pressure A307 Quality Minimum A325 (Bearing, U.N.O.) f5 ,u/'G'rnne.,,.,.,,.,, &Ill/ .tfz,'!f" :£r_p.neer1.nJ JOB 20-289.1 SHEET NO 2,. OF CALCULATED BY PSC DA-=T:---E--:-1-,-,/1-=g""/2""1- CHECK BY _____ DATE 3529 Coastview Ct -Carlsbad, CA 92010 SCALE ---- Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 2.0 LOAD LIST 2.1 Roof(Vaulted) Roofing 15/32" Sheathing Roof Framing 5/8" Gyp. Bd. Insulation and Misc. loL = 2;LL = Total Load= 2.2 Roof {w/ ceiling) Roofing 15/32" Sheathing Roof Framing Insulation and Misc. 2.3 Ceiling Ceiling Joists lor. = lLL = Total Load= 5/8" Gyp. Bd. Insulation and Misc. 2.4 Walls loL = .lu = Total Load= Exterior Wall 7 /8" Stucco 15/32" Sheathing 2x4 Studs @ 16" o.c. 5/8" Gypsum Bd. Misc. 9.0 psf 2.0 psf 2.8 psf 2.8 psf 1.4 psf 18.0 psf 20.0 psf 38.0 psf 9.0 psf 2.0 psf 2.8 psf 1.2 psf 15.0 psf 20.0 psf 35.0 psf 1.3 psf 2.8 psf 1.9 psf 6.0 psf I 0.0 psf 16.0 psf 9.0 psf 1.5 psf I.I psf 2.8 psf 0.6 psf 15.0 psf Interior Wall I /2" Gyp. Bd. (2 Sides) 2x4 Studs@ 16" o.c. Misc. 4.6 psf I.I psf 2.3 psf 8.0 psf -"--:, ~.-u/'G°,t'rinenJ'Dn dan .Dz~,, SJineemrJ 3529 Coastview Ct -Carlsbad, CA 9201 O JOB 20-289.1 SHEET NO 3 OF ___ _ CALCULATED BY PSC DATE 1/19/21 CHECK BY _____ DATE ___ _ SCALE y,,. .. 1~.;!.,kn1~1H4'1< ,:;,.,. f'>t.ui, L"'!",nun.~ Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 2.0 LOAD LIST (CONTIN) 2.5 Floor Floor Cover Sheathing 2x F.J. 518"' Gyp. Bd. Insulation and Misc. lnL = lLL = Total Load= 5.5 psf 2.3 psf 3.1 psf 2.8 psf 1.3 psf 15.0 psf 40.0 psf (60.0 psf -Decks) 55.0 psf WIND PARAMETERS 2.6 Wind Basic Wind Speed = 1 10 mph Exposure Cat = B Ps = >.Kzt•l*Ps30 P = 26.6 psf (ASC'E 7-16 -Equation 28.5-1) P = 16.0 psf (*0.6 ASD) 2.7 Seismic (11.4.5) S0 s = 0.786 Cs= 0.121 USE: V= 0.121 WnL ASD BASE SHEAR V ASD V Aso= 0.086 WoL A = 1 .00 (fig. 28.5-1) Ps30 = 26.6 psf Kzt = 1.00 (fig. 26.8) I = 1.0 USGS APPLICATION s, = 0.982 s, = 0.359 F,~ R= h, = 1.20 6.5 8.00 F,= 0.00 I= 1.00 Occupancy Category: 2 D Site Class: SEISMIC DESIGN CATEGORY S1 < o 15 S1 >0.04 Ss>o.15 (11.6 ASCE 7-16) (11.4.2 ASCE 7-16) (fig. 28.5-1) (table 1.5-2) T, = C, * (h.)° 75 = 0.095 Ts= S01 /S0 s ~ 0 k= 1.0 ::qn. 12.8-1 Not 01 Ta<0.5 Seismic Design Category: D 1118/2021 Koch U.S. Seismic Design Maps OSHPD 5i</ 2712 Tiburon Ave, Carlsbad, CA 92010, USA Latitude, Longitude: 33.1620142, -117.3085512 Date Design Code Reference Document Risk Category Site Claes Type Value Ss 0.982 s, 0.359 SMS 1.179 SM1 null -See Section 11.4.8 Sos 0.786 So, null -See Section 11.4.8 Type Value soc null -See Section 11.4.8 Fa 1.2 Fv null -See Section 11.4.8 . PGA 0.429 FPGA 1.2 PGA,, 0.515 r, 8 SsRT D.982 SsUH 1.091 SsD 1.5 S1RT 0.359 S1UH D.394 S1D 0.6 PGAd D.5 CRs 0.9D1 https:1/seismicmaps.org ' Souti1mnp1o,,_, • -90' Description 1I18I2D21, 4:57:36 PM ASCE7-16 II 0 -Default (See Section 11.4.3) MCER ground motion. (for 0.2 second period) Description MCER ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric sejsmjc design value at 0.2 second SA Numeric seismic design value at 1.0 second SA Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long.period transition period in seconds Probabilistic risk•targeted ground motion. (0.2 second) Factored uniform•hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second} Probabilistic risk-targeted ground motion. (1.0 second) Factored uniform•hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored detenninlstic acceleration value. (Peak Ground Acceleration) Mapped value of the risk coefficient at short periods Map data ©2021 113 0 IIl MEMBER REPORT Roof Framing, (RB-2) Hdr Bm 1 piece(s) 4 x 8 Douglas Fir-Larch No. 2 Overall length: 6' T All locatlons are measured from the outside face c:l left support (or left cantilever end). All dlmenSlons are horizontal . [fil , .... -....... -J . •f,;_. ... ~ ,.\. .' :-~\ ·, ----· ' l;r.". u,,·; a.ifi_(:Ol...-.iiitt..1( ....... f '·~;;'._' Jc --(. Member Reaction (lbs) 1543@ 2" 7656 (3.50") Passed (20%) --1.0 D + 1.0 Lr (All Spans) Shear (lbs) 1123 @ 10 3/4" 3806 Passed (30%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs) 2289 @ 3' 3 1/2" 3737 Passed (61 %) 1.25 1.0 D + 1.0 Lr (AH Spans) Live Load Defl. (in) 0.047 @ 3' 3 1/2" 0.313 Passed (l/999+) .. 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.090 @ 3' 3 1/2" 0.417 Passed (l/829) --1.0 D + 1.0 Lr (All Spans) • Deftectk>n crttena: LL (L/240} and Tl (L/180), • Allowed moment does not reflect the adjustment for the beam stability factxlr. • Applicable calculatlons are based on NOS. 1 • Column • DF 3.50" 3.50" 742 801 1543 BloclcJng 2 ·Column· DF 3.50" 3.50" 1.50" 742 801 1543 Bloddng • Blocldng Panels are assumed to cariy no loads applied dredly above them and the full load Is applied to the member being designed. Top Edge (Lu) 6' 7" o/c BotlDm Edge (Lu} 6' 7" o/c •Maximum allowable bracing Intervals based on applied load. 0 • Self' Weight (PLF) 0 to 6' 7" N/A 6.4 l • Uniform (PSF) 0 to 6' 7" (Front) 12· 2· 18.0 20.0 Default Load , ... -:.· 0 System : Root' Member Type : Drop Beam Building Use : Residential Building Code : !BC 2018 Design Methodology : ASD Member Pitdl : 0/12 ~' .:::../..;.::..:.Nobli;•,.-:·,;.,· ,.~;,~·::.,-'.·_'i,,J.;, ....... ~:~·1!'"•/?"~t-~ ··;'<-:.-i ;--.;: /,~'{, ::: ~~ .:"'.'! ... ;,~ { .. ::,·. -:: .. ">, ~ "~ ... ;-'.: ' ::~;:,,::_"\·;~f,f • .,, ~,.· ?'f:,. 'r.,' .*,A:--_ir .. ~ .... \ ~i;}{',.,_ -~-1\ ,-::.:,,\ i:: -. ~r ' ~-~ "''.:·· 1~?-f·i~-; weye,t,aeuser warrants that the slzlng of Its products wlll be In accordance with Weyertlaeuser product design altena and published design values. Weyemaeuser expressly dlsda(ms any ottier wammtieS related to the software. use of this software Is not Intended to circumvent the need for a design prof-esslonal as determined by the authortty having JurtsdlctlOn. The designer of recoro, builder or framer IS responslble to assure that this calculatlon Is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at weyemaeuser fadtmes are lhlrd-party cen>ned to SUS1alnable forestry stanelards. Weyerraeuser l:nglneered tuntler Products have been evaluated by 1cc-1:s under evalua\\on repol't$ l:SR·11S3 and l:SR-1387 and/or tested In accordance with applicable ASTM standards. For cunent code evaluatlon reports, Weyemaeuser product literature and lnstaHatlon details refer to www.weyerhaeuser.com/woodproduct:s/document-llbrary. The product appllcatlon, Input deSlgn loads, dimensions and support Information have been provided by ForteWEB Software Operator fot1eWH Softwara ()peratDr JobNot,ee Paul Chrtstenson A PCSO Engjneet1ng (760) 207-1885 paul.pcsd@gmall.com Weyerhaeuser -- ~ 1/22/2021 4 ForteWEB v3.l, Engine: VS.1.5.1, :07:14 PM UTC Data: VS.0.1.0 le Name: Koch Fi Paae 1 / 1 MEMBER REPORT Roof Framing, (RB-3) Hdr Bm 1 plece(s) 6 x 12 Douglas Fir-Larch No. 1 O·1erafl length: 16' 7" 0 16' m All locations are measured from the outside face cl left support (or left cantilever end). All dimensions are horizontal . Dellan'.~.-ultlf ;>,'.,.a . -~·'·) .:;, ·' ·.:'{~·~·<· -J'.\. _"A~;Owi,Niicf::i . ~-~ ... ; ~. '/i-.' ' LDF, ·1,o1111i~....._(,.._,.>·'·: ,,;.:(k •,· Member Reaction (lbs) 3284@ 2" 12031 (3.50") Passed (27%) .. 1.0 D + 1.0 Lr (All Spans) Shear (lbs) 2789@ 1' 3• 8960 Passed (31 %) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft·lbs) 13072 @ 8' 3 1/2" 17048 Passed (77%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load 0en. (In) 0.313 @ 8' 3 1/2" 0.813 Passed (L/624) -· 1.0 D + 1.0 Lr (All Spans) Total Load Oefl. (In) 0.619@ 8' 3 1/2" 1.083 Passed (L/315) --1.0 D + 1.0 Lr (All Spans) • Deflect1on criteria: LL (l/240) and 11. (l/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on ND$. l • Column • Of 3.50" 3.SO" 1.50' 1625 1658 3283 Bloddng 2 -COiumn -OF 3.50" 3.50" 1.50" 1625 1658 3283 Blocklng • Bloddng Panels are assumed to carry no loads applied directly above them and the fuU load Is applied to the member being designed. Top Edge (Lu) 16' r o/c Bottom Edge (Lu) 16' 7" o/c •Maldmum alowable bracing Intervals based on applied load. PASSED &{ ♦ 0 System : Roof Member Type : Drop Beam Building Use : Residential Building Code : !BC 2018 Design Methodology : ASO Member Pitch : 0/12 Weve,haeuser warrants that the slZlng of Its products will be In accordance with Weyemoeuser product design crtllena and published design values. Weyemaeuser expressly disclaims any other warranties related to the software. use of this software is not intended to circumvent the need for a design professlonal as determined by the authority having Jurtsdlctlon. The desi9ner of record, builder or framer Is responsible to assure that this calculation Is compatible with the overall project. Accessories (Rim Soard, Blocking Panels and Squash Blocks) are not designed bv this software. Products manufactured at Weyerhaeuser ladlllles are lhlrd-party Cfflllled ID sustainable forestry standards. Weyerhaeuser l:1"9neered Lumber Prooucts have been evalualed by l CC·'ES unOer evaluallon reports 'ESR·llS3 and 1:SR-1387 and/or tested In acxordance with applicable ASTM standards. For current code evaluation reports, Weyemaeuser product literature and Installation details '1!fer to www.weyertiaeuser.rom/woodproducts,'doClJment-llbrary. The product application, Input ~n loads, dimensionS and support Information have been provtded by ForteWf!B Software Operator ForteWH Software Operator Job Notes Paul Olrtstenson A PCSO Engineering (760) 207-1885 paul.pcsd@gmali.com Wf'}'t'rhaeuser ---- ~ = -- 1/22/2021 4: ForteWEB v3.1, Engine: V8.1.S.1, 08:13 PM lJTC Data: V8.0.LO le Name: Koch Fi Paoe 1 / 1 ---- - MEMBER REPORT Roof Framing, (RB-4) Hdr Bm 1 plece(s) 4 x 8 Douglas Fir-Larch No. 2 O.,erall Length: 8' 1" 0 m All locations are measured from the outside face of le~ support ( or le~ cantilever end). All dimensions are horizontal. Oeslan·1taau1ts, '· -~ <, : -~ .• ~. ·:"'.ADowtil Jo•· .. •. •"' •. •· .. • > ,. I.DI''. 1.ollil,.~,{~j . Member Reaction (lbs) 1408@2" 7656 (3. SO") Passed (18%) .. 1.0 D + 1.0 Lr (All Spans) Shear (lbs) 1096 @ 10 3/4" 3806 Passed (29%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs) 2616 @ 4' 1/2" 3737 Passed (70%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.082 @ 4' 1/2" 0.387 Passed (1./999+) .. 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (In) 0.159@ 4' 1/2" 0.517 Passed (1./585) .. 1.0 D + 1.0 Lr (All Spans) • Deflection crttena: LL (lJ240) and Tl (l/180). • Allowed moment does not reflect the adjustment tor the beam stability factor. • Applicable calculations are based on NOS. l • Column • OF 3.50" 3.50" 1.50' 681 728 1409 Blod<lng 2 • Column • OF 3.50' 3.50" 1.50" 681 728 1409 Blod<lng • Bloddng Panels are assumed to cany no loads applied directly above them and the fuQ load Is applied to the =mber being designed. Top Edge (Lu) 8' 1" o/c Bottom Edge (Lu) 8' 1" o/c •Maximum allowable bracing Intervals based on applied load. ~-~~,-:~~~;~:► '_~I.:~ j ~~~~~/~: :~~ ._. ~ ;: • ~\J0.1!9~•.;;'.~ , • .;....,. ~< ('em~,' ,,, 0 • Self Weight (Plf.) Oto8' 1" N/A 6A 1 • Unifonn (PSF) 0 to 8' 1" (Front) 9' 18.0 20.0 Default Load • ,a ••• •,. '":/:ts(~:.•~-~;';''.~.:,·:· -. !".~i•:·, :. PASSED ,,, 0 System : Roof Member Type : Drop Beam Building Use : Residential Building Code : !BC 2018 Design Methodology : ASO Member Pitch : 0/12 Weyemaeuser warrants that the slllng of Its products will be In acoordance with Weyertiaeuse, product design of~ and published design values. Weyertlaeuser expressly disclaims any other wam1ntles related to ttle software. USe of this sortware Is not Intended to circumvent the need for a design professional as determined by ttle authority having Junsdlc:tlon. Toe designer of record, builcler or framer is responsible to assure that this calculation Is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manuractured at Weyemaeuse, faclnlleS are 111·,ro-party cert!fled to suslalnal:je forestry standards. Weyemaeuser Engineered Lumber Products have been eva\uale<l by lCC·ES under evaluallon reports E:SlH1S3 and ESR-1387 and/or tested in accordance with applicable ASrn standartls. For current rode evaluatlon reports, Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.rom/woodproducts/document·llbrary. Toe product appllcatlon, lnl)Ut design loads, dimensions and s~ lnformatton have been provided by ForteWEB Software Operator ForteWEII Sol'tware Operator Job Nata Paul CMstenson PCSO Engineering (760) 207-1885 paul.pcsd@omall.com Weyerh•<'Us,r = 1/22/2021 4:09:56 PM VTC ForteWEB v3.l, Engine: VB.1.5.1, Data: VB.0.1.0 File Name: Koch Page 1 / 1 d5 gu/f;",t~hJ'Ch ef.a.11_ 2)ZDJ" hJ6,eermJ 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.0 Lateral Design & Analysis JOB 20-289.1 SHEET NO ~ OF ----------CALCULATED BY PSC DATE 1/19/21 CHECK BY DATE ---------SCALE Wind: P = A Kzt I ps3o (ASC'E 7-16. F.qua1ion 28 5-1) Seismic: V = Cs W DL (ASCE 7-16 • Eq. 12.8-2) 'A.= 1.00 Kzt = 1.0 PS30 = 26.6 psf s.= o.982 F. = 1.2 R = 6.50 S1 = 0.359 fv= 0.0 I = 1.00 I = 1.0 (fi~. 28 5-1) (fig 2b 8) (fi8, 2• s, (lal>le I S-2) V = 0.086 • Wt • p (p -Redundancy) P = 16.0 psf Criteria Each Story Resists > 35% Base Shear: Wind Loads Any Shear Wall w/ (h/1)>1.0 is < 33% Story Force: P = 16.0 psfx Trib Area Roof Level Direction: N I S = 16.0 QSf X ------595 sq: ft. = 9496 lbs. 177 sq. ft. = 2825 lbs. Direction: E /W = 16.0 psf X ------ Roof Weight Roof Wt. = Exterior Wall Wt = Interior Wall Wt = Ceiling Wt 15.0 psf x 1210 sq. ft.= 18150 lbs. 15.0 psf x 457 sq. ft. = 6855 lbs. 8.0 psf x 389 sq. ft. = 3112 lbs. 3.0 psf x 1008 sq. ft.= 3024 lbs. ------Total Trib. WR = 31141 lbs. Total Seismic Dead Load: Wt = 3114Ilbs. ASD Base Shear: V = 0.086 * Wt = 2688 lbs. p = 1st Story 2nd Story not satisfied not satisfied #REF! satisfied 1 I t?5 ,u/f;,t'ri,cehJ'Ch dllll ..tX-,-o bfaeen'hJ 3529 Coastview Ct -Carlsbad, CA 92010 JOB 20-289.1 SHEHNO __ Gf ___ OF ____ _ CALCULATED BY; PSC DATE 1/19/21 CHECK BY DATE -----SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.1 Lateral Design & Analvsis -1st Story Shear Walls N I S Gridline Length of Shearwalls Total Wall Ht. Type Gridline I 6 11 16.5 9 s A 2 4 9 13.0 9 A C 3 11 11.0 9 B D 0.0 0.0 ) 0.0 FA~ i~ 0.0 FA: 0.0 FAl IE 0.0 FAt ~E 0.0 FA SE • i ;-' . : E /W Length of Shearwalls 4 4 5 5 20 ..), __ t. Total Wall Ht. 7 9 20 0 0 0 0 0 0 0 ... ., ... ~ I t. ~ ... .; .. J -··~ -""'·· ,_) -.. -.! I • ' i . ... . .;. ' ., 9 9 9 Type s s s #D /0! #D /0! #D /0! #DJ 0! #D /0! ·--i--r ·, -~-·r ~-_. __ _'. ..,,._+-_ ..... .,.---~---·~ .. --+--·----~~-1 · ' l ......... -.... l-., .... -...... -.l. ---·-··~·· .. -~----.L--t ••--·r .. •;---·--•,•--~ L __ ;_ -~ ~~-'. J _ ~J; ... i-: 1-, :t~ f :•--::: ~ ::. + : ::·_ ;_ '-::~: ~: '._:-:: : ,_ ,J-:~. - .. , ·-,·-.. ! "1 , •• , .. ~-• -l • ·rd) ·· -, ,-·-,-·t ·t· ·, ·,·--· ·1- , ' ! : I • 1... t ••-••---' I j J """.--.. ·-~-,---r -• •· -r -# t • ~ , .. -____ ,,,_ 1 --7--..-·1· --·;-•-·~· .. ,-· ,.-i --t-.-.i , ..... :., ••-~ > •• ~ ---••••• ••: •--4-.,""!',. •~ '••--• ••-1' --• -:••--• j'""• /•"' .-••~-• ,-t h•i••-:-• '• .. !, • •{-• •~ : t ' . • ♦ I 1-~ .J 1-, .... -.~--t---{--.1 ... ;.. --·•1--···-·•.... _._._""~•-; ... , J __ t_~J ..:..~ .. --J._:.. ..... , .-,~.;.· .. : ---~~--·'. .. [ .. ·.; ____ '~-+-~--!--: · ;. t ···:·· •"i !-·~;-.. • i r·· ' :._,L_ { • • ' ' I I • : ' I i t ·_f_-.·~'.•··· • .,. "'· ~----·: • 1···;,: _·'J ... J".J ·-', .. ·~ -.. , ·,-···t···: ... • ·-..... , •• ' .... -.-., ··r ~t -•• "i---'"!" ~ \ ·,-•--;_, -.£..·--. ·~)--· .. ,. ~--...... : -·-t-·-; .~ ••••• ' ·-·t-· ~.,. .... l ... ~t.. . ' J -;__ --... -· ···-· l -· i .......... -'·- / I • ~ ·"[" , • .J. .., . . ; --! ; i . ., .. .., • .; ___ ..1,.. ... ,. ' ' . ----.. --.. .,_,.) ___ ._ I ... .i ,. ~. --1 I •• 1 •➔-1 .d ..•• ~. -~ -.L -~ --· i-· t . -·•--t-• I t-•i--'-• • ~ --.,._l ...... , ... ;· --i• ••••~ ••-•' • ., __ f ••"•--,-~ ,_, • .',-•_ • ••-..L ' .. ,:., __ .,;_,o,o•' h" ~-• ••• • I I ; ...J .. _ •. J ~1 .. 1-• .. ·-i ----..--~-----l-. -: ..... .,... I . t I -..... .. ·, - , .. l I . 7" •• }--.•• J, -• ·i ... ' Jt;P ~ ,u/r;",rr1m,.,,"".,, -;Jn, cZN,.-" JOB 20-289.1 SHEET NO ~ OF- bfaeerb,J CALCULATED BY PSC DATE 1/19/21 ,,..(I\ -CHECK BY DATE u ·,U ~ 3529 Coastview Ct -Carlsbad, CA 92010 SCALE f'A4tl e.hri,UnH11, .S.-.K Piu~ %.",i,u.r.,-i"' ' Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.1 Lateral Design & Analysis ( coot.) Gridline CD 13 % 9496 X 0.13 1235 # ) 1235 lbs. ihl V = 16.5 ft. 75 plf OTF 636 lbs. ~~o llho.l..l.LJr.f.\..Ll.n'J .. G1u-u1• 11\011 111,0 Gridline G 25 % 9496 X 0.25 2374 #) 2374 lbs & V = 13 ft. 183 plf OTF 1552 lbs. HDU2 Gridline CJ) 37 % ( 9496 X 0.37 3514 #) 3514 lbs ~ V = 11 ft. 3 19 plf '-t. OTF 2875 lbs. 't.u,. HDU2 /eP ? ,u/f;,f"r1.,tm,,l'O.,, 'eln1 ~,-" JOB 20-289.1 SHE-ET NO ,t OF- bfaeer/JtJ CALCULATED BY PSC DATE 1/19/21 _) '·lif.~ CHECK BY DATE f''){', t,,r .. .J7 3529 Coastview Ct-Carlsbad, CA 92010 SCALE .~-,...:..:.....::._j P11>1At ~rfru"~"' S"'" Piuj• Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com z,.,,,..""~ 5.1 Lateral Design & Analysis ( cont.) Gridline ~ 40 % ( 2825 X 0.40 "" l 130 #) 1130 lbs. plf -<. (~~)~ \st tf & V = 7 ft. 161 OTF 1453 lbs. HDU2 Gridline © 50 % ( 2825 X 0.50 1412 #) 1412 lbs. ~ V = 9 ft. 157 plf OTF 1412 lbs. • HDU2 Gridline ~ 10 % 2825 X 0.10 282 #) 282 lbs. & V ; 20 ft. 14 plf OTF 127 lbs. ,?au,/"f;r'dmutJ».H e.&o,_ 2'.fZBJD- £,JZ'neemtJ 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 6.0 FOUNDATION DESIGN 6.1 CONTINUOUS FOOTING JOB SHEET NO CALCULATED BY CHECK BY SCALE 20-289.1 \2,. OF vL ----PSC DATE 1/19/21 --DATE w = 1125 plf width = ~ plf 1500 psf ASBP = 1500 psf 0.75 ft (MIN.) => 9 INCHES (MIN.) USE 12 "WIDE CONTIN. FTG W/ 2 -# 4 TOP AND BOTTOM & EMBED. 18 " INTO UNDISTURBED SOIL (MIN.) 6.2 MAX POINT LOAD ON FOOTING I , 6.3 PAD DESIGN Pl 2(0:+p) . I SIZE 24 "SQUARE x 18 "THK WI 3 -# 4 EACH WAY P.11 = 1500 • ~ • ~ 12 12 Pair = 6000 lbs P max = 1500 "' 2 2 P,nax =-6000 lbs ( City of Carlsbad CERTIFICATION OF SCHOOL FEES PAID This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project# & Name: Permit#: CBR2021-0877 2.,-1~'\~--------------- Project Address: ~ TIBURON AVE ----------------- Assessor's Parcel #: 1675122300 ====.c.._ _____________ _ Project Applicant: OWNER KOCH STEVEN ---------'------------( 0 w n er Name) Residential Square Feet: New/Additions: 585 ==-------------------- Second Dwelling Unit: ------------------- Commer c i a I Square Feet: New/Additions: ------------------- City Certification: City of Carlsbad Building Division Date: 07/17/2021 Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person [ZJ Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 D Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: (760) 944-4300 x1166 D San Dieguito Union H.S. District 684 Requeza Dr. Encinitas, CA 92024 Phone: (760) 753-6491 Ext 5514 (By Appl. Only) D San Marcos Unified Sch. District 255 Pico Ave Ste. 100 San Marcos, CA 92069 Phone: (760) 290-2649 Contact: Katherine Marcelja (By Appl.only) D Vista Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: (760) 726-2170 x2222 AUG O 3 2021 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)} THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED, The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. Signature of Authorized School District Official: ·v /'---' :B ·=-d:/\Cv--~----C)-L'--<-..<.A ' J__Q { C (, \. L'\,L~\ ,'\,"-('-i/\-) . Title: '.S, , , (2:f:' :{ \ Y:::,-\--,.,:::r4£ cr,,.}c Name of School District: CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL Community & Economh:Clih88"91~000Q9iuilding Division Date: ~ ·-d -;;:) o[)J Phone: 17 It, 0 3 3 / -260£) 1635 Faraday Avenue I Carlsbad, CA 92008 I 760-602-2719 I 760-602-8558 fax I building@carlsbadca.gov STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SIT£ TO FAC!UTATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADD!TIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABl£ PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE Fl"1: (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REM0"1:D AFTER EACH RAINFALL 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH M!NIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED ANO MAINTAINED. 7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALITR THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEED£0 TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOVtl.EDGE. THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATlON OF POLLUTANTS SUCH AS SEDIMENT ANO TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; ANO (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS C!TY APPR0v£0 TIER 1 CONSTRUCTION SYiPPP THROUGHOUT lHE DURATION OF TiiE CONSTRUCTION ACT1v1TIES UNTIL THE CONSTRUCTION WORK IS COI.IPLElt ANO APPROVED BY TijE CITY OF CARLS____BAD. OWN E-29 Tts· 7/r; Z/ DA1E STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP C,J:,K 1.ot/ -G[;J] BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-stlnTI Water Wasle Management and Materials '"" Control BMPs Management BMPs Pollution Conlrd BMPs § g t ~ j ii g • ~ 2 ~ < .. ~ E i 6 0 e ~ ;; .2 ~ .E i i " c,, ~ fl ·~ £ l ~ J ~ Q .i; l §~ .l 0 < Best Management Practice* .. .s.. oo I" 8 5 :8 ,._ i:i u~ I E s ·6 a u~ ~-~ .. ~ " !! 2ii •• (BMP) Description ➔ ~ ~ ~ ~ t 0 ~ ~ .~ ill::. ]~ • t 6 6 ·~ 0 ~ • E 0 ~ ~-~ gi a:;:, .,, . 6 5 .!i .~ ~ ~~ uo c,,:;:, • '-'.5 " . I ·a. it e ,i! 1' .. ]J :8 E ~ ~-J • g' .,, ~ ~ 8-ii • ~ E, ~t ~g a;~ ·~ ~ :"ll~ g ;5~ ~o ~ g ] 0 • C ~C) j~ 'a 6 ,i! ~ ] 6 E: ~ ti~ ~ ui.i:: let ,;a i!u 00 "' ,; < ~~ 00 " vi bru ~" ~" CASQA Designation ➔ ~ ~ m n • ~ ~ ~ ~ 0 N n ~ ~ ' N n • ~ ~ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' u cl u u w w w w ill w w w le le ~ ~ ~ ~ i i i i i i Construction Adivilv w w w ~ ~ ~ ~ ~ ~ ~ z z z z Gradino/Soil Disturbance V Trench in ~covotion St,_,.i,nijino Drillin-Jt:orinn ConcreteJA0nhalt Sowcuttino Concrete Flotwork Pavinn Conduit/P"1oe Installation StuccoAlortar Work V Waste Oisoosol v Stonin ov Down Area E""'"m-t l.loint-once end F'·· lin" Hozord01Js Substance Use/Storone Oewoterinc Site Access Across Dirt Other I list1: " ---, <} A Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located along the top of the BMP Table IS o list of 81.iP's with it's correspooding Colifomio Stormwater Quality Association (CASOA) designation number. Choose one or mOfe BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. 3. Refer to the CASOA construction handbook for information and details of the chosen BMPs and how to apply them to the project. /,Uo O 3 ' \ L -' PROJECT INFORMATION Site Address-. ?7/·a ·:f/:f>S!¢L\ M,\6 Assessor's Parcel Number: \ C, J-51 2 -\ '5-t.,C Emergency Contcct: Nome YC\h;A L Ka q-1 24 Hour Phone: JG,() L( • 1....0 1C:::00 ConstructiO!'l Threet to Storm Weter Quclity (Check Box) 0 MEDIUM ~ow . ti i] • E 1~ 0 0 8 j ~ ' i .• I~.' Poge 1 of 1 REV 11/17 -----~------ Building Permit Finaled Revision Permit Print Date: 12/27/2023 Job Address: 2714 TIBURON AVE, CARLSBAD, CA 92010-7907 Permit No: Status: (city of Carlsbad PREV2021-0120 Closed -Finaled Permit Type: BLDG-Permit Revision 1675122300 Work Class: Resident'1al Permit Revision Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: $0.00 Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: CBR2021-0877 Plan Check#: Applied: 09/20/2021 Issued: 10/15/2021 Finaled Close Out: 12/27/2023 Final Inspection: INSPECTOR: Description: KOCH: RELOCATE NEW BATHROOM/ REVISED WINDOWS (ADDITIONAL 132 SF) Applicant-. ALEX FAULKNER 2120 JIMMY DURANTE BLVD, # STE 114 DEL MAR, CA 92014-2215 (858) 481-1819 FEE BUILDING PLAN CHECK FEE (manual) BUILDING PLAN REVIEW-Revisions Total Fees: $432.00 Building Division Property Owner: STEVEN KOCH 2712 TIBURON AVE CARLSBAD, CA 92010 Total Payments To Date: $432.00 CoApplicant: PACIFIC COAST CONSTRUCTION AND WATERPROOFING 2205 FARADAY AVE, # H CARLSBAD, CA 92008-7210 (760) 298-3170 Balance Due: AMOUNT $367.50 $64.50 $0.00 Pagelofl 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov { City of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Original Plan Check Number CBR2 0 21 -0877 Plan Revision Number"~.\1'202\-()\20 ProjectAddress 2712 TIBURON AVE. General Scope of Revision/Deferred Submittal: INCREASE SIZE OF ADDITIONS CONTACT INFORMATION: NameALEX FAULKNER Phone 760-809-8772 Fax ,..______ _______ _ Address 2120 JIMMY DURANTE BLVD. #114 City DEL MAR Zip_C_A __ _ Email Address alexfdesigns@gmail.com Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: Ii) Plans Ii] Calculations O Soils Ii] Energy O Other 2. Describe revisions in detail INCREASE SIZE OF ADDITIONS "KC';, 1-6 C. '>.,rE n • I.., ,, [ f-· . -"-no•J , 'Kbv, <.,t:c 1 ... 1 ru-!now-s o,J , lo"'TH--~l O'G CG. 51'-ll <: 0 -I ()1JC-?1:f'rJ b6n ' 4. 5. 6. Does this revision, in any way, alter the exterior of the project? Ii) Yes Does this revision add ANY new floor area(s)? Ii] Yes Does this revision affect any fire related issues? 0 Yes 7. Is this a compl/? ~ ~ Yes O No £>Signature , ,,C 0 No Ii) No 3. List pagels} where each revision is shown ALL SHEETS 0 No 1635 Faraday Avenue, Carlsbad, CA 92008 fir 76()-.602-2719 fi!ll: 76()-.602-8558 fmait building@carlsbadca.gov www.carlsbadca.i;iov • lW INTERWEST DATE: 10/07/2021 □ APPLICANT □ JURIS. JURISDICTION: CARLSBAD PLAN CHECK#.: CBR2021-0877.REV1(2021-0120) ____ SET II PROJECT ADDRESS: 2712 TIBURON AVENUE PROJECT NAME: SFD ADDITION FOR ADU FOR KOCH APPROVED [:8l The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at lnterwest until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ALEX FAULKNER [:8l lnterwest staff did not advise the applicant that the plan check has been completed. D lnterwest staff did advise the applicant that the plan check has been completed. Person contacted: ALEX Telephone#: 760 809 8772 Date contacted: (by: ) Email: ALEXFDESIGNS@GMAIL.COM Mail Telephone 0 REMARKS: By: Bert Domingo lnterwest Fax In Person Enclosures: 10/07/2021 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 L 0 DATE: 10/01/2021 JURISDICTION: CARLSBAD • lW INTERWEST □ APPLICANT □ JURIS. PLAN CHECK#.: CBR2021-0877.REV1(2021-0120) ____ SET I PROJECT ADDRESS: 2712 TIBURON AVENUE PROJECT NAME: SFD ADDITION FOR ADU FOR KOCH D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at lnterwest until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: ALEX FAULKNER D lnterwest staff did not advise the applicant that the plan check has been completed. ~ lnterwest staff did advise the applicant that the plan check has been completed. Person contacted: ALEX Telephone#: 760 809 8772 Date contacted: (by: ) Email: ALEXFDESIGNS@GMAIL.COM Mail Telephone 0 REMARKS: By: Bert Domingo lnterwest Fax In Person Enclosures: 09/23/2021 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CARLSBAD CBR2021-0877.REV1(2021-0120) 10/01/2021 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: CBR2021-0877.REV1(2021-0120) JURISDICTION: CARLSBAD PROJECT ADDRESS: 2712 TIBURON AVENUE FLOOR AREA: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 10/01/2021 FOREWORD (PLEASE READ): STORIES: HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 09/23/2021 PLAN REVIEWER: Bert Domingo This plan review is limited to the technical requirements contained in the California Residential Code, California Building Code, California Plumbing Code, California Mechanical Code, California I Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2019 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2019 CRC, 2019 CBC, 2019 CPC, 2019 CMC and 2019 CEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2019 California Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. CARLSBAD CBR2021-0877.REV1(2021-0120) 10/01/2021 ENERGY CONSERVATION 6. A photovoltaic system meeting the minimum qualification requirements as specified in Joint Appendix JA 11, with annual electrical output equal to or greater than the dwelling's annual electrical usage as determined by equation 150.1-C is required. ES Section 150.1 (c)14. Please specify on the title sheet of the plans that this is to be a deferred submittal (if deferred submittals are allowed by the jurisdiction). MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes □ No □ The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at EsGil. Thank you. PCSD Engineering Corp 3S29 Coc:stview Court Carlsbad, CA 920]0 Ph: 760·207-1885 Structural Design Calculations ADU Addition Client Steven Koch 2712 Tiburon Avenue Carlsbad, CA 92009 Project Koch Residence 2712 Tiburon Avenue Ca p RCE C57182, exp. September 12, 2021 PCSD File#: 20-289.1 rttt,/ ,!f,n')tra,('•$ ,<,<'l11 T'\e,<lf' Liu•nir"'°rinn s: 8 z :::: 0 w en > w (l'. >-,_ -0 0 ...... ON (")0 N (:::! N 0 ..--N lO-. I'--0) CD ...... 0 N ~ 0 I ~ N 0 N > w r:::: 0::: 9 C. ...... N 0 N a:: (l) u Paul Christenson San Diego Engineering 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 1.0 Design Criteria: Koch Residence 20-289.1 Code: Timber: 2019 California Building Code -ASCE 7-16 Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists: DF-L #2 " " Posts & Beams: DF-L #1 • Glue-Lam Beams: Simple Span: Grade 24F-V4 (DF/DF) Grade 24F-V8 (DF/DF) Cantilevers: Sheathing: Min. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Engineered Framing Wood /-Joists: TJ/ 110,210,230,360,560 ICC ESR-1153 1.9E Microllam, 2.0E Parallam ICBO ER-4979 LVL, PSL Concrete: Compressive Strength @ 28 days per ASTM C39-96: Footings: f'c = 2500 psi Grade Beams: f'c = 3000 psi Grade N-I per ASTM C90-95, f'm = 1500 psi per ASTM E447-92 t{ Concrete Block·. Mortar: Grout: Type S Mortar Cement per ASTM C270-95, Min. f'm = 1800 psi@ 28 days. Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91, Min, f'm = 2000 psi @ 28 days. Reinforcing Steel: #4 & Larger: #3 & Smaller: ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) Structural Steel: 'W' Shapes: ASTM A992, Fy= 50-65 ksi Plates, Angles, ChannelsASTM A36, Fy = 36 ksi Tube Shapes: ASTM AS00, Grade B, Fy= 46 ksi Pipe Shapes: ASTM A53, Grade B, Fy=35 ksi Welding Electrodes: Structural Steel: E70-T6 E90 Series Bolts: Soils: References: A615-60 Rebar: Sill Plate Anchor Bolls & Threaded Rods: Steel Moment & Braced Frames: 1500 psf Bearing Pressure A307 Quality Minimum A325 (Bearing, U.N.O.) d5uu/'G",{"ru-#ehJ'Oh ~,m .tft'!fc £.faeerihJ JOB 20-289.1 SHEET NO 2-OF CALCULATED BY PSC DA-cT--E......,1"'!1""9~/2~1,... CHECK BY _____ DATE ___ _ 3529 Coastview Ct -Carlsbad, CA 92010 SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 2.0 LOAD LIST 2.1 Roof (Vaulted) Roofing 15/32" Sheathing Roof Framing 5/8" Gyp. Bd. Insulation and Misc. IoL = LLL = Total Load= 2.2 Roof (w/ ceiling) Roofing I 5/32" Sheathing Roof Framing Insulation and Misc. 2.3 Ceiling Ceiling Joists Im.= ILL= Total Load= 5/8" Gyp. Bd. Insulation and Misc. 2.4 Walls IoL = J;ll = Total Load= Exterior Wall 7/8" Stucco 15/32" Sheathing 2x4 Studs@ 16" o.c. 5/8" Gypsum Bd. Misc. 9.0 psf 2.0 psf 2.8 psf 2.8 psf J .4 psf 18.0 psf 20.0 psf 38.0 psf 9.0 psf 2.0 psf 2.8 psf 1.2 psf 15.0 psf 20.0 psf 35.0 psf 1.3 psf 2.8 psf 1.9 psf 6.0 psf 10.0 psf 16.0 psf 9.0 psf 1.5 psf I.I psf 2.8 psf 0.6 psf 15.0 psf Interior Wall 1/2" Gyp. Bd. (2 Sides) 2x4 Studs @ I 6" o.c. Misc. 4.6 psf I.I psf 2.3 psf 8.0 psf ,?>,,u./f;,tnne.w,1•,u, '3tnt fk'!f" :&faeervtJ 3529 Coastview Ct -Carlsbad, CA 92010 JOB 20-289.1 SHEET NO 3 OF ___ _ CALCULATED BY PSC DATE 1/19/21 CHECK BY _____ DATE SCALE --- Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 2.0 LOAD LIST (CONTIN) 2.5 Floor Floor Cover Sheathing 2xF.J. 518" Gyp. Bd. Insulation and Misc. IoL = ILL= Total Load= 5.5 psf 2.3 psf 3.1 psf 2.8 psf 1.3 psf 15.0 psf 40.0 psf (60.0 psf -Decks) 55.0 psf WIND PARAMETERS 2.6 Wind Basic Wind Speed = 110 mph Exposure Cat = B Ps = AKzt•l*Ps30 (AS.CE 7-16 -Equation 28.5-1) P = 26.6 psf P = 16.0 psf (*0.6 ASD) 2.7 Seismic Sos= 0.786 Sos Cs---(R/1) Cs= 0.121 USE: V= 0.121 WoL ASD BASE SHEAR VASD- (11.4.5) A = 1.00 (fig. 28.5-1) PsJ0 = Kzt = 1.00 (fig. 26.8) I= 26.6 psf 1.0 USGS APPLICATION s, = 0.982 s, = 0.359 F, = 1.20 R= hn = 6.5 8.00 Occupancy Category: Site Class: F = ' 0.00 I= 1.00 2 D SEISMIC DESIGN CATEGORY Si< o 1s Si >0.04 Ss > 0.1s (I 1.6 ASCE 7-16) (11.4.2 ASCE 7-16) (fig. 28.5-1) (table 1.5-2) T, = C, * (h,,)07' = 0.095 Ts = S01/Sos a 0 k= 1.0 :lqn. 12.8-1 NotOI Ta<0.5 Seismic Design Category: D 1118/2021 U.S. Seismic Design Maps Koch 2712 Tiburon Ave, Carlsbad, CA 92010, USA Latitude, Longitude: 33.1620142, -117.3085512 'Ji. ' SuHer St Tibun:in Ave OSHPD 11-tJ Go,;gle Map data ©2021 Date Design Code Reference Document • Risk Category Site Class Type Value Ss 0.982 S1 0.359 SMs 1.179 SM1 null -See Section 11.4.8 Sos 0.786 S01 null -See Section 11 .4.8 Type Value soc null -See Section 11 .4.8 Fa 1.2 Fv null -See Section 11.4.8 PGA 0.429 FPGA 1.2 PG~ 0.515 TL 8 SsRT 0.982 SsUH 1.091 SsD 1 .5 S1RT 0.359 S1UH 0.394 S1D 0.6 PGAd 0.5 CRs 0.901 https:1/seismicmaps.org Description 1/18/2021, 4:57:36 PM ASCE?-16 II D -Default (See Section 11.4.3) MCER ground motion, (for 0.2 second period) Description MCER ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value NumerU: sejsmJc desJgn value at 0.2 sscond SA Numeric seismic design value at 1.0 second SA Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period in seconds Probabillstic risk-targeted ground motion. (0.2 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored determinfstic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. (1.0 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Mapped value of the risk coefficient at short periods 1/3 MEMBER REPORT Roof Framing, (RB-1) Hdr Sm 1 piece(s) 4 x 10 Douglas Fir-Larch No. 2 0.-er all Length: 8' i" 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Detlan:~~•.;:,:;-, • ./{;Y ~;-~ ;_, .. :~i,~--~~··.1_.: -~::, ~f~"'/.:s: t~·"J,; ·~\i ~;0q1)1,i,-.,.~J'.;· ·,f;,,, ,;;~ Member Reaction (lbs) 2074@ 2' 7656 (3.50") Passed (27%) .. 1.0 0 + 1.0 Lr (All Spans) Shear (lbs) 1560 @ 1' 3/4" 4856 Passed (32%) 1.25 1.0 0 + 1.0 Lr (All Spans) Moment (Ft-lbs) 4111 @ 4' 3 1/2" 5615 Passed (73%) 1.25 1.0 D + 1.0 Lr (All Spans) Uve Load Oefl. (In) 0.071 @ 4' 3 1/2" 0.412 Passed (l./999+) .. 1.0 D + 1.0 Lr (All Spans) Total Load Dell. (In) 0.136 @ 4' 3 1/2" 0.550 Passed (l./726) --1.0 D + 1.0 Lr (All Spans) • Deflection crilt!rla: LL (l/240) and n (l/180). • Allowe:l moment does not retlect the adjustment for the beam stability factor. • Al)pilcable calculatlons are based on NOS. 1 • Column • OF 3.50" 3.50" 1.50" 1001 1073 2074 Bloddng 2 -Column -OF 3.50" 3.50" 1.50' 1001 1073 207◄ Bloddng • Bloddng Panels are assumed to cany no loads applied clrectly above them and the ful load ts applied to the member being (lesjgned. Top E* (Lu) 8' 7" o/c Bottom Edge (Lu) 8' 7" o/C •Maximum allowable bracing tn~ls based on applied load. 0 -Self Weight (Pl..F) 0 to8' 7' N/A 8.2 1 -Uniform (PSf) 0 to 8' 7' (Front) 12' 6" 18.0 20.0 Default Load ~t: PASSED 1 0 System : Roof Member Type : Drop Beam Bulking Use : Resklentlal Butldino Code : !BC 2018 Design Methodology : ASD Member Pitch : 0/12 W~ wanants that the sizing of Its products will be In actO<danc:e with Weyerhaeuser product design criller111 and pubffshed design values. Weye,t,aeuser expressly dlsdalms any other wan-anttes relatt!d to the software. Use or this software Is not Intended ID circumvent the need for a design professional as determined i)y the authority having Jurlsdlcllon. The designer or~. builder or framer Is responsible ID assure that this calculatlon Is compatible with the overall projeet. Accessories (Rim Board, Blockilg Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyemaeuser facilities are lhlrcl-party ce'1lflecl ID Sustllna~ lorestry standards. Weyemaeuser 'l:nglneer,d lunt>er 'Products have been evaluated by lCC-ES ull()er evaluallon reporu l:Slt-11'53 and 'ESll-1387 and/or llested In accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product 1/lerature and lnstallatlon details refer to www.~.a,m/woodproducts/clcx:ument~lbrary. The product appllcntlon, input design loeds, dimensions and support Information have been provided bv ForteWl:B Software Open,tor FonoWEB Software ()perator .Job Notes PaulOYistenson PCSD Engineering (760) 207-1885 paul.pcsc!Ogmall.com A Wey,rh•<"USCr 1/22/2021 4:05:52 PM UTC ForteWEB vJ.1, Engine: VB.1.5.1, Data: V8.0.1.0 File Name: Koch Pagel /1 ~FORTE'Em MEMBER REPORT Roof Framing, (RB·2) Hdr 8m 1 plece(s} 4 x 8 Douglas Fir-Larch No. 2 Overall l ength: 6' 7' ... 0 6' [TI All locatJons are measured from the outside face~ left support (or left cantilever end). All dlmenslons are horizontal. l'-DMlat ..... ·,,, ,: ...... ~·~·,. .......... :·· '> ·, --W · 1_....,c, 11 II (lliliinl) • Membei-Reaction (lbs) 1543@ 2" 7656 (3.SO") Passed ( 20%) .. 1.0 D + 1.0 Lr (All Spans) Shear (lbs) 1123 @ 10 3/4" 3806 Passed (30%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft·lbs) 2289 @ 3' 3 1/2" 3737 Passed (61 %) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Deft. (In} 0.047 @ 3' 3 1/2" 0.313 Passed (L/999+) .. 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.090 @ 3' 3 1/2" 0.417 Passed (L/829) .. 1.0 D + 1.0 Lr (All Spans) • Deflectlon crtttna: Ll (IJ240) and Tl (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Apllllolble caleulatlens are based on NDS. 1 • Column • OF 3.50" 1.50" 742 801 1543 Blodung 2 • Coll.rnn • Of 3.50" 1.50" 742 801 1543 Bloddng • Bloddng Panels are assumed 10 car,y no led drectly above them and the fuR d Is applied to the member being des!Qned. Ll!iml' Top Edge (Lu) 6' 7' o/C Bottom ~ (Lu) 6' 7" o/c •Maximum alowable bracing lntl!<Vals based on 1pplled !Old. 0 • Self Weight (Plf) 0106'7' N/A 6.4 1 • Unll'onn (PSf) 0 10 6' 7' (Front) 12· 2" 18.0 20.0 Default LOad [fil ·' ' ;. . •• f" System : Roof Member Type : Drop Beam BulldlnO Use : Residentlal 8ulldlng Code : !BC 2018 Design Methodology : ASO Member Pitch : 0/12 w__,_ _,..nts that the Sizing of Its products wll be In accordance with w~ product dostgn att1ef1a and published Ol!Sig<l values. Weyemaeuser exprHSly disclaims any--.anlles related 10 the software. use of tlis sol\ware Is not Intended to drc:unvent the need f0( a design professional as determined by the authonty having junSdldlon. The desl(Jler of record, bulder or framer Is responsible to aUltt that this calcwtlon Is oompettble with the c,;en,11 project. Aln5sor1e5 (Rlm Baird, l!locklno Pllnels and Squash Blocks) are not deSlglod by this software. Products manufactured at Weyerhleuser r.dlllles are thlrO-plrty Cfflllled ID SUS1alnable forestry stanOlrcls. Weyemaeuser 1:ngl~ lUn1ler Products have been evalualed by lCC·ES unOer evaluallOn reports ESR.·1153 and ESIM387 and/or lested In IICXXlnlance with applicable AS™ standards. For cun-ent code evaluatlon reports, Weye,t,oeuser product literature and lnstallatlon details refer to --~-com/woodproducts/document-lltnry. The prodUCt appllatlen, Input dl!slgrl loads, dimensions and support lnfoonatlon have been plO\llded by ForteWEB SOftware ()penttor l'orleWI!■ Soflwarw OperatDr Joo- Paul Ov1stenson PCSO Engineering (760) 207·1885 A l)ilUi.pcsdOgmatl.oom Weycrhaaio;,r 1/22/2021 4:07:14 PM UTC ForteWEB v3.1, Engine: VS.1.5.1, Data: VS.0.1.0 Rle Name: Koch Page 1 / 1 ~FORTE'f!m MEMBER REPORT Roof Framing, (RB-3) Hdr Bm 1 plece{s) 6 x 12 Douglas Fir-Larch No. 1 O·..erall Length: 16' ,· 0 16' m All locations are measured from the outside face of left support ( or left cantilever end). All dimensions are honzontal. 'DMlan~~ ,,. ·,,',;__..,..... _,.', AIOllllil; ....... ; LDF ~Cl •11.-.1(,_....)J Member Reaction (lbs) 3284@ 2" 12031 (3.50") Passed (27%) --1.0 D + 1.0 Lr (All Spans) Shear {lbs) 2789 ® 1' 3" 8960 Passed (31 %) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft·lbS) 13072 @ 8' 3 1/2" 17048 Passed (77%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (In) 0.313 @ 8' 3 1/2" 0.813 Passed (l/624) -1.0 D + 1.0 Lr (All Spans) Total Load oen. (In) 0.619@ 8' 3 1/2" 1.083 Passed (l/315) --1.0 D + 1.0 Lr (All Spans) • Oeftectjon critl!l1a: LL (l./240) and n. (l./180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. 1 • Column -Df 3.50' 3.50" 1.50' 1625 1658 3283 Blocldng 2 • Column -OF 3.50" 3.50" 1.50" 1625 1658 3283 Blocking • Bloddng Panel$ are assumed tx, carry no loads applled directly abcNe them and the full load Is applied tx, the member being designed. Top Edge {Lu) 16' r o/C Bottom Edge (Lu) 16' 7" o/c •Ma>dmum allowable -ng lnteMl!s basod on applied load. '.;•--.:~, -~.? ~--~::..· :'_:;~~/,·\:i·{~< ., . '. •-:;-: : , ',;~ ;'; ,,. 1111!!'!"~ ;'''< • v.--.... <o;·,._, ~ ,1 ~~ .• ~~ l;,'{f-11)):' (~~-~pf' _Uh 0 • Seit Weight (PLF) 0 ID 16' 7" 16.0 1 • Unlform {PSF) 0 ID 16' 7" (Front) 10' 18.0 20.0 Default Load \ • 'J :,.., .. :. i ·. ,:;.. . .. :~ -:,_;:: ., PASSED ~ ♦ 0 System : Roof Member Type : Drop Beam Building use : Residential Bulldlng Code : IBC 2018 Design Methodclogy : ASO Member Pttch : 0/ 12 w~ wamtnts that the s izing d Its products will be In aCCO<dance with w~ product design criteria and published design values. Weyert,aeu,er e,cpressly disdaims any -wanantles related to the soltware. Use d this software Is not intended tx, clreumvent the need for a <lesign PfO(eSSIOnal as determined by the ltJthority having jurtsdction, The designer of record, builder or framer Is responsl~ to assure that this cak:ulallon Is a,mpaUble with the ow,rall proJect. Accessories (Rim Board, Bloddng Panels and Squash Blocks) are not designed by this sollware. Products manul'adured at Weyemaeuser tad-are lh!ro-party C21'11lle0 to SOS1alnatte lorestJy SlanOilrOs. w~ 'E~ t.ulltler ProOucts have been &MUiied 'by l C:C-'ES uncler evalllll)on reports 'ES1M 153 and 'ES1M387 and/or -In acx:onlance with appllcable ASlM standrds. For ~ code evaluallon reports, Weyerhaeuser product literature and lnstallallon details refer to www.weyemaeuser.com,lwoodproducts/document-llbrary. The product application, Input design loads, dimensions and Support informallon NM been provided by ForteW~~ Software Operator FoneW9 Softw.w 0pentDr .JobN- Paul Chr1stl!nson PCSO Englnee'1ng (760) 207-1885 p,,uf.pcsd@gmaN.com ----------··---··· --- 1/22/2021 4:08:13 PM UTC ForteWEB v3.1, Engine: VS.1.5.1, Data: VS.0.1.0 File Name: Koch Pagel/1 ~FORTE'Efl MEMBER REPORT Roof Framing, (RB-4) Hdr Bm 1 plece(s) 4 x 8 Douglas Fir-Larch No. 2 O,,erall length: 8' 1 • 0 All locations are measured from the outside face of le!\ suppcrt (or le!\ cantilever end). All dimensions are hortzontal. o.1aa·Rautts.· . . ........ ~ .. •';.' .....,..., . ..... ; Lill' Loaet c:o.i-.,an.(Plllllril) Member Reaction (lbs) 1408@2" 7656 (3.50") Passed (18%) .. 1.0 D + 1.0 Lr (All Spans) Shear (lbs) 1096 @ 10 3/4" 3806 Passed (29%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft·lbs) 2616 @ 4' 1/2" 3737 Passed (70%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (In) 0.082 @ 4' 1/2" 0.387 Passed (l/999+) .. 1.0 D + 1.0 Lr (All Spans) Total Load Def!. (In) 0.159 @4' 1/2" 0.517 Passed (l/585) -1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (L/240) and TL (IJ180). • Allowed moment does not reflect the adjustment for the beam stabitity factor, • Applicable calcuatk>ns are based on NDS. ; . ,,', ~,-,,' ~,..,.... ' ' ·: ui,iie-lD.,,...,(1119)' . ~---~ •. ' o.i:· lloc!I~-·.• I • Column • OF 3.50" 3.50" 1.50" 681 728 1<109 Bloddng 2 • Column • OF 3.50" 3.50" 1.50" 681 728 1<109 Bloddng • Bloddng Panels an, assumed to cany no loads applied di above them and the full load Is appled to the member being designed. Top Edge (Lu) 8' l"o/c Bottom Edge (Lu) 8' 1" o/C •Maldmum allowlble bracing Intervals based on alll)iied load. ·: ~,_-~:· c.,.,·., ... ~ ;._·--~~ ~-~~·' -~ : . ~ / ·:·t. ,.1• 'f. ~ -~-~· -,f~ .,:--~u.a ··~(~).,. ·'· T~~ :,~_,.(O.tOL ; (~US) eo.•• ' . 0 • 5elf Weight (Plf) 0 to 8' 1" N/A 6.4 1 • Unifonn (PSF) O to 8' 1" (front) 9' 18.0 20.0 Default Load . PASSED 1{ S)'SU!m : Roof Member Type : Drop Beam Bulldlno use : Residential Bulldlno Code : !BC 2018 Design Methodology : ASD Member Pitch : 0/12 i' ' ~ser warrants that the slzlno of Its products will be In a«ordance with Weyemaeuser product ~ a11eria ...:I publiShed design values. Weyemaeuser e,cpn,$Sly dlsdalms any other warranties 1'1!4ated to the softwan,. use of this softwa,e Is not Intended to drtumvent the need for a design professional as determined by the authority having jurtsdictlon. The designer of rea>rd, builder or framer is 1'1!5l)OI\Slble to assure lhat this calculatlon Is compallble with the overall projeet. Ac:c.es50rieS (RJm Board, Bkxklng Panels ard Squash Blocks) an, not <lesqled by this soltware, Pr<lCUts manufactured at weyemaa,ser fd1les an, thlrO-perty Cl!l1!fled to SUS1alnat:ae forestJy standards. w~ fngi~ t.untler ProOucts hlM! l:leerl evaluall!O by 10:·1:S under evalua'OOn repo,tS 'ESR·l153 anO 1:SR·1387 and/or testl!d in accorda"lce wtth applicable "5TM standards. f()r cun-ent code evaluation reports, Weyemaeuser product Uerature and lnstallatlon delallS refer to WWW.W~l!USef.=n/woodprodum/document·llbrary, The product application,_ '"!JUI ~n loads, dimensions and support lnformaUon hill/I! ~ provided by folteWEB Softwan, Operator FortllWEB SoftwaN Operator Job- Paul Ov1stenson PCSO fnglne..rlng (760) 207-1885 A l)ilUI.PC$d@gmall.com 1/22/2021 4:09:56 PM UTC ForteWEB v3.1, Engine: VS.1.5.1, Data: V8.0.1.0 Ale Name: Koch Page 1 / 1 ~ 6ULf:'hn:dehJ'CJI_ el,m_ ,Z}U/J-"· .£rfaeen.nJ 3529 Coastview Ct -Carlsbad, CA 92010 JOB SHEET NO CALCULATED BY CHECK BY SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com S.O Lateral Design & Analysis Wind: P = >. Kzt I psJO (ASCE 7-16. Equa,ion 28 ~-!) A.= 1.00 (fi~. 28 5-1) Kzt = 1.0 PS30-26.6 psf I = 1.0 (table I 5-2) Seismic: V = C,WoL S,= 0.982 Fa = 1.2 R= 6.50 V = 0.086 * Wt * p 20-289.1 ~ OF ---,..,..,...,,...,.,,....,-PSC DATE 1/19/21 DATE (ASCE 7-16 • Eq. 12 8-2) S1 = 0.359 Fv= 0.0 I = 1.00 (p -Redundancy) P = 16.0 psf Criteria 1st Story 2nd Story Each Story Resists > 35% Base Shear: Wind Loads Any Shear Wall w/ (h/1}>1.0 is< 33% Story Force: P = 16.0 psf x Trib Area Roof Level Direction: N /S ------= ]6.0 QSf X 595 sq. ft. = 9496 lbs. 177 sq.ft.= 2825 lbs. Direction: E /W = ]6.0 psf X ------ Roof Weight Roof Wt. = Exterior Wall Wt = Interior Wall Wt = Ceiling Wt = 15.0 psf x 1210 sq. ft.= 18150 lbs. 15.0 psf x 457 sq. ft.= 6855 lbs. 8.0 psf x 389 sq. ft. = 3112 lbs. 3.0 psf x 1008 sq. ft. = 3024 lbs. ------TotalTrib. WR= 31141 lbs. Total Seismic Dead Load: Wt = 31 141 lbs. ASD Base Shear: V == 0.086 * Wt = 2688 lbs. p = not satisfied not satisfied #REF! satisfied l I ' ;;--::-. : q r,,i':1-/-:.,i...~r.q Jf',u_/f;',t~ ;,DI .n-,o .£_ptNlnhJ 3529 Coastview Ct -Carlsbad, CA 92010 JOB 20-289, 1 SHEErNO q OF- CALCULATEO~B~Y:--i-f---'.p~s'.'":C:--DAT-E--1/-19_/2_1_ CHECK BY DATE SCALE -----r.;tf i4 ''H\:S i,-... l ,,_, """'-"" -Pu.r i:..,...-., Telephone (760) 207-1885 -Email: paul.pcsd@ mail.com 5.1 Late,ra] neyign & AnpJym -lst Story Shear Walls N /S E /W Gridline Length of Shearwalls Total Wall Ht. Type Gridline Length ofShearwalls Total Wall Ht. Type I 6 ~ ' ii.., 9 s A r-; , '" 9 s 2 't. ) 'ti< 9 A C '"s"""s 9 9 s 3 \,c; ·g,c, 9 B D 20 20 9 s ~ t.. t.o '1 ~ 0 0.0 0 -o.o --:1 f 0 #D 101- 0.0 0 #D O! 0.0 FAt 'E 0 #D IOI 0.0 F~:)E 0 #D 01 0.0 FA SE 0 #D /0! $'°nJ"f:r~.,, ;/111 .t¼Jo LfaemnJ 3529 Coastview Ct· Carlsbad, CA 92010 Telephone (760) 207-1885 • Email: paul.pcsd mail.com 5.l .Latenl.l Deyign & Aml.Jy.m ( C.ODt.) __ 9" ... .' d..,.. l,..\n_e _(J)~1.,._ ______ 13 __ % ___ ( _9_49_6 x 0.13 = 1235 # ) 1235 lbs. ( 1,,' \ V = \ 1P ft. l °') plf ,c. vj';11 l" \S'"f OTF = ';1,1 lbs. llho.l..CUr--t\J...ln1.-G11r ur l~OI" '-"'""' Gridline G) 25 % ( 9496 X 0.25 2374 #) 2374 lbs V = f,,{ ft. t,41 plf arr = 1S\'i tbs. Gridline Q) 37 % ( 9496 X 0.37 = 3514 #) 3514 lbs V = i ft. fil a.\ plf~ ~(,~Cf OTF = ,~rt lbs. "t.Ya. c.(l..ll'\Jl.41. © u·,. l '1'1'U C C>.t. b , use;"') tr~ 1-~t;4\ , .. , -.,,,. er ,1,11 '" s· -\,'l... <91f'c 1.. ... ,'i> • JOB 20-289.1 SH€E'f NO t) OF-___ _ CALCULATED BY ~ DATE 1/19/21 CHECK BY ____ DATE __ _ SCALE ffDU2 Jt:1> ,?',,Jr;,r~ ';In, ~J" JOB 20-289.1 SHEE-TNO· 1t OF- .SfaemnJ CALCULATED BY PSC DATE 1/19/21 :~~ CHECK BY DATE 3529 Coaatview Ct • Carlsbad, CA 92010 SCALE ,._, t:;t::::::; :s... r;,;-,, Telephone (760) 207-1885 -Email: paul.pcsd gmall.com 5.1 Lawal Dpjgn & ADl)Y.W (cont.) Gridline ~ 40 % ( 2825 X 0.40 = 1130 #) 1130 lbs. plf .c. Lfi.), \&'t ,, ffi V = 7 ft. 161 OTF 1453 lbs. HDU2 Gridline © so % ( 2825 x 0.50 • 1412 # ) 1412 lbs. & V = 9 ft. 157 plf ow = 1412 tbs. • HDU1 Oridline ~ IO % ( 2825 x 0. 10 = 282 #) 282 lbs. & V -20 ft. 14 plf OTF' 127 lbs. ~" ~0- t?5 au/f;rd.de.11.mn d.an. 2J1yjJ_ bfaeerutJ JOB 20-289.1 OF vL PSC DAl"E 1/19/21 DATE SHEET NO CALCULATED BY CHECK BY SCALE -------3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 6.0 FOUNDATION DESIGN 6.1 CONTINUOUS FOOTING w = 1125 plf width = I 125 plf 1500 psf 0.75 ft (MIN.) => 9 INCHES (MIN.) USE 12 "WlDE CONTIN. FTG WI 2 -# 4 TOP AND BOTTOM & EMBED. 18 "INTO UNDISTURBED SOIL (MIN.) 6.2 MAX POINT LOAD ON FOOTING P111 = 1500 • __g_ • ~ 12 12 P a11 = 6000 lbs 6.3 PAD DES1GN SIZE ASBP = 1500 psf PI 24 "SQUARE x 18 "THK W/ 3--# 4· EACH WAY P max = I 500 "' 2 2 Pmax =-6000 lbs I • {Cityof Carlsbad CERTIFICATION OF SCHOOL FEES PAID This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any bu ilding permit without a completed school fee form. Project# & Name: Permit#: PREV2021-0120 ------------------ Project Address: 2714 TIBURON AVE ------------------ Assessor's Parcel#: 1675122300 ------------------- Project Applicant: OWNER KOCH STEVEN -------------------(Owner Name) Residential Square Feet: New/Additions: ADD 132 SF MORE TO ADU Second Dwelling Unit: ------------------ Commer c i a I Square Feet: New/Additions: ------------------- City Certification: City of Carlsbad Building Division Date: 10/12/2021 Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person [Z] Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 • D Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: (760) 944-4300 x1166 D San Dieguito Union H.S. District 684 Requeza Dr. Encinitas, CA 92024 Phone: (760) 753-6491 Ext 5514 (By Appt. Only) D San Marcos Unified Sch. District 255 Pico Ave Ste. 100 San Marcos, CA 92069 Phone: (760) 290-2649 Contact: Katherine Marcelja (By Appt.only) D Vista Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: (760) 726-2170 x2222 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. Signature of Authorized School District Official: D A.-k1~""' c~ Title· s ' \~ l .62i::: (s '(: '-v-A~l ~Y-IA Date· I o -i c)_-ao:ll • V\ ~, 'C ' ".'\ C~fa~NtFIEO SCHOOL DISTRICT • Name of School District: 6225 El CAMINO BEAi. Phone: 1 ~ () '3? /-S-r::£1J C . & E . CARLSRAD1.CA 92009 "Id" ... ommunity conom1c l)evefopment -BUI mg D1v1s1on 1635 Faraday Avenue I Carlsbad, CA 92008 I 760-602-2719 I 760-602-8558 fax I building@carlsbadca.gov